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1)  fully grouting rock bolt
注浆岩石锚杆
1.
Study of reinforcement mechanism of fully grouting rock bolt based on load transfer mechanism Ⅰ;
基于载荷传递机理的注浆岩石锚杆锚固模型(Ⅰ)
2)  grouting bolt
注浆锚杆
1.
The theory and method of the grouting bolt are also put forward,which can be used as a instrument of lagged time for directing grouting.
介绍了采用注浆锚杆兼作注浆滞后时间指示锚杆的方法和原理,分析了开始注浆时巷道围岩裂隙系数的合理取值范围,给出了确定巷道轮廓位移量的诺模图。
2.
The plastic shell expanding grouting bolt is designed for small anchor hold,roof leaking and wall slicing and so on of bolt timbering appearing in soft wall laneway.
塑料胀壳式注浆锚杆是针对松软围岩巷道中锚杆支护出现的锚固作用不够、漏顶、片帮等诸多问题而研制的·通过对锚杆杆体及围岩的受力分析 ,利用ANSYS有限元进行数值模拟 ,与国内外其他注浆锚杆进行比较 ,得到了塑料胀壳式注浆锚杆的锚固力是端锚锚杆锚固力与全长浆体粘结锚固力叠加的结果·其具有锚固力大 ,成拱作用范围大 ,安装方便 ,止浆密封可靠 ,经济合理等优点·塑料胀壳式注浆锚杆主要适用于锚固加固松软围岩 ,防止漏风 ,避免发火 ,堵水
3.
In this paper the experiment and construction of pressed grouting bolt for N2 soil layer sector in Wanjiazhai Yellow River Diversion Project 6# -7# tunnel are mainly introduced.
主要介绍了万家寨引黄工程总干线 6号~ 7号隧洞N2 土层地段压力注浆锚杆的试验与施工。
3)  grouting anchor
注浆锚杆
1.
To strengthen loose surrounding rock,we can support and strengthen it by hollow grouting anchor so as to modify and stabilize its structure.
为了加固松动的围岩 ,可通过用中空注浆锚杆对其进行支护和加固 ,达到改良和稳固其结构的目的。
2.
During the ancient landslide treatment over Baoziliang Tunnel Mai grouting system including grouting anchor and grouting pump, related construction process and deep hole injection technique were used and good results were achieved.
堡子梁隧道顶部古滑坡地质灾害整治采用迈式系统注浆锚杆、迈式注浆泵以及相应的施工工艺和深孔丘浆技术,获得了较好的工程治理效果。
4)  bolt grouting
锚杆注浆
5)  rock anchor
岩石锚杆
1.
The horizontal stiffness coefficient values of rock anchor under different conditions are obtained through using numerical method to simulate the pullout test of the fully-grouted rock anchor.
采用数值方法,模拟全粘结岩石锚杆的拉拔试验,求得不同条件下的岩石锚杆水平刚度系数,最后经曲线拟合和参数分析,推导出岩石锚杆水平刚度系数的计算公式。
2.
In the structure design of the people s Stadium of Dalian City, the rock anchor foundation is adopted to solve the problem about permanent anti-floating stability in the big size underground construction according to the local conditions.
大连市人民体育场结构设计中因地制宜采用岩石锚杆基础 ,较好地解决了大型地下工程永久使用中的抗浮整体稳定问题。
6)  rock anchorage bar
岩石锚杆
1.
By discussing on the differeces of design for rock anchorage bar between in China and abroad,it is concluded that the different designing results from the dissimilarity of detecting means.
通过对国内外学者在岩石锚杆设计上存在的差异的探讨 ,认为检测手段的差异是产生认识差异的主要原因 。
补充资料:岩石锚桩基础


岩石锚桩基础
rock-anchor pile foundation

翼鳝蒸巍揣骗廿瓢为直接建造在鞘上的土业广触下郭以脉受较蒙耀粼翼黝…黑篙蓄粼_一姚- 径。.二-一辉_
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